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HomeMy WebLinkAboutPermit M99-0136 - SHANE COMPANYM99 -0136 17950 Southcenter Pkwy. Shane Company City of Tukwila 'I:. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL. PERMIT Permit No: M99 -0136 Type: B -MECH Category: NRES Address: 17950 SOUTHCENTER PY Location: Parcel #: 352304 -9061 Contractor License No: MALONBN044NT Status: ISSUED Issued: 08/25/1999 Expires: 02/21/2000 TENANT SHANE COMPANY Phone: 17950 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575-8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT DALE FITE Phone: 206 - 949 -5747 22833 BOTHELL EVERETT WY, PO BOX 1164, BOTHELL WA 98021 CONTRACTOR MALONEY & BELL NW Phone: 425- 702 -8829 16310 NE 80TH ST #201, REDMOND, WA 98052 ******************************************** * * * * * ** * * * * ** * * * * * * * * * * ** * * * * ** Permit Description: PROVIDE AND INSTALL 5 ROOF -TOP GAS PACKS AND 5 EXHAUST FANS AND DUCT. UMC Edition: 1997 Valuation: 69.000.00 Total Permit Fee: 141.25 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center uthorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi or cancel the prow construction or obtain this bui Signature: Print Name: permit does not presume to give authority to violate ns of any other state or local laws regulating erformance of work. I am authorized to sign for and permit. Date• g T i t l e: C`T-S ti b7°`J'P This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKW1LA Address: 17950 SOUTHCENTEP P•y Suite! Tenant! SHAI'4E COMPANY, S . tug•: ISSUED l•vve: R_.PiECH PP.*1 ied: 07/19/1999 Parcel #: 352304-9061 Issued: 03/25/1999 * k F :k k •k •F 'F ••k k •F •F 4 'k 'k 4 •4 •k k * k y l• •k ,4 •F 6 :4 •F 4 4 •F •F F * •k F •F k •F 'k 4 'N •k F •k •k k •.b •k •F •A ' k 'F F •k 'F 'F •h 'i 'F •14 'F •k •k k •F •F •. •M •F '9 .4 •A Permit Conditions. 1 . Mo cha rme , wi 11 be made to the plans unless aaproved by the Engineer and the Tukwila B•u01s11, a D:i ,i .lion. All permits. i n uect ion, r ecti•r"dS a d ebi)*oved Plans ...h1 be .available at the .l:of.,;:'s1•te prior• to the ` ,t.'a' i anu• con - str•uc;t iun . These Tdoc:uments._ are to'.be mca int;irred ; and .avail- -able until f inal 'i,ri:Dec.t1 n `aour ova.'1 is u"vnteil': '' 'A11 Cons truCt•)on "C:Onfw'rn r :ce'with kicrur`oye.ci o 1arvz ancLreau i r t riser t^- ot• , the . Uniform Eu i l d i nu :Code'_'r;19* 7 Edit'ion7:,•.a." amended: Unitor* Mech4ni :1' Code t199;7•.Ed1.ti..oni and Wa hinaton Sta'te Energy Code (1997 Edition), 4, ;Va1 itilty of Permit. The issuance-of a permit 0r,.aour'ova.l:'`of l f 1 cat'i.on . ��rid computations shall not :he core •= , str•utd'' to. be a oc r;mi t .tor, or• an approval of.ariv Sri }l.ar ior�_. of env of the provisions of the.buildina code or of env, other, ordinance of the jurisdiction: No uer°mit o r`e 'un1.nci to aiv'e `author• i t�� to :violate 'or' car•�ce1 the provisions of this. c_ode. ha [1 ht valid. ci it nui'acturer s 1n .t.° 211 1Crti on . 1V. 't `r U•Ct•1:'0fl ?'touir'ed on all to toi'.,the.: bui 1d•in.a lfl. )ectcu s'. r'e3v•iew. Permit No: M99 -0136 CITY OF T( "TWILA Permit Center -- 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Value of Construction: Site Address: City State /Zip: /7 ksD Sb.cl-lc �r�- Qarkwg i HK� ((�.k Tax Parcel Number: i5z o 4 -q7 1 Property Owner: iv r3 K No r)-sr Phone: Street Address: City State /Zip: - - r V1 L Je-S7- d• e . . — .� i 1 Fax #: Contact Person: 9 -'7 7 ' z— l =1U -% -YY1er,t /K1- ni0.4LfLLCM - b4 11= / =-ii'P Phone: zO(.0 — /VI' 57y7 Street Address: City State /Zip: Z 2 •r �- ✓ . ss Qr i ? Qo,{�l -... , A S • Contractor: / Al4(erne, a,..,a(641/iIhr --I eogS% 61-27/ = -44/ �rn7� ?`hC, Fax #: q <01 7 '- �%y— ! / Phone: %Z.5 -702.--g9 Z� Street Address: City State /Zip: / W 42E, ge rN- i.> S 201 12 ed,rfr, o tom- 9gQS'i Fax #: 4(?-5--- "7n -z-- - j 7 3 Z... Phone: 303 - ? ao - 8705 Architect: 5e ,v1 'arc', ,--te c./ - .i-.D1e. , Street Address: DCn `'e- 2JC0 8o ZV ity State /Zip: to a a. ) o r mod. 6 -2 ... Fax #: 0 - z - D i Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS, PERMIT' REVIEW: AND. APPROVALr.REQUESTED: ;(TO +BE FILLED OUT BY.APPIJCANT),:;;:: Description of work to be done: ) V -C- --Ova 1 �l, 1 A -S T7- c L. S I?odA TO ` 6443 `- E S. E k iiati4-57 r -,�5 1 ' vl Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on se•arate 8 1/2 X 11 paper indicatin uantities & Material Safety Data Sheets - Above Ground Tanks ■ Antennas /Satellite Dishes l_.1 Bulkhead /Docks Ull Commercial Reroof ❑ Demolition ❑ Fence a Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting '.APPLICANT :REQUEST.FOR MISCEL• LANEOUS '..PUBLIOWORKS:PERMITS',` ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sower #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # 'Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: g' Miscellaneous ❑ Moving Oversized Load /Hauling MONTHLY SERVICE BILLINGS .TO: ' "' Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER. DEPOSIT/REFUND BILLING :. Name: Phone: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: MISCPMT.DOC 7/11/96 Date application expires: /- L4- W 7 Application ken by: (initials) ALL MISCELLANEOUS r •MIT APPLICATIONS MUST BE SU ` TTED WITH THE FOLLOWING: • ALL DRAWINGS SH LL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT' APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW Above Ground:Tanks/Water.:Tanks Supported directly upon: grade exceeding 5,000 gallons and a ratio of height:to diameter Or width; which exceeds :2:1: Submit checklist :;No: Antennas/Satellite Dishes Submit checklist Noi M= Awnings /Canopies No signage Bulkhead/Dock Commercial,Tenant Improvement Permit .. Submit; checklist'::: No: . :M =10.: Demolition.' Fences - Oyer 6 feet°in Height. Land Altering/Grading /Preloads Submit checklist:; ::No; : M= 3 ";M3a' >: Submit checklist No:, "M9, Submit checklist No: M-2 Loading Docks Improvement Perrnit :`Submit "checklist No: H -17 Mechanical (iiesldential:& .Commercial)::: : Miscellaneous: Pubiic;Works'Permits: Submit checklist::: No;- M =8; Residential only. - H-6, H -16 " Submit checklist , :.No: H'9 :Manufactured Housing (REDINSIGNIA :ONLY Submit.checklist.'`: No: MovingOversized: Load /Hauling Submit checklists :No: M -5 Parking Lots Submit checklist No: M -4. Residential::Reroof - Exempt with following exception ::If roof structure to'be.repaired:or replaced Retaining'Walis - Over 4`feet in height Residential , Building: Permit Submit checklist No: M -6: ,Submit checklist; No: M -1' - -' Temporary. Facilities Submit. checklist No: M -7 :Temporary Pedestrian Protection/Exit'Systems Submitchecklist:: Tree Cutting° Submit checklist No: M -2. ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding�Owner/Autharized Agent /f:the applicant "is other than the owner,: registered architect /engineer, `or contractor' licensed'; .: by the State of Washington, a notarized letter from the Property owner authorizing the agent to submit this permit application and .. obtain the permit will: be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND l AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING,OW ER OR AUTHORIZED AGENT: Date. Signature: i -1" name. �4.,,(-77` c L7& Phone• 2cxe— ly9 —s?i-t Fax #: (nii - 1Yy -oygj Address: L-1.-55 Do ti e.-=---7- /6? e rr— PMP (16 Cit /State/Zip: .P. ... 1.441-- : • 1 MISCPMT.DOC 7/11/96 *A,A+++A*+*A.A+++A++^++x+.*+++»+++++**A+4+aA++,+A*A+^++N++++ �� cI7v. OF TUKNILA. NA tj ~— \' p 7FkN0MTT x+*+�+A++A+*^+*^+++�+�++**+ak���+*Aix+�*a+�+a+��+��*+**.A,+ TRANSMIT Number: R98O0J33 Amount: 141°25'OP/25/99 08:45 Payment Method'. CH[CK Notation: TNlNyCHANICAi: ' %nit: TL8 |,/'mit Ho: M99-0136 Tvoe: 0-MECH. MECHANICAL PERMIT. P8rre( No: 3523O4_9061 Site 179501OUTHCEATER PY TutEiY Feets: This Pavmcnt 141.25 Total ALL P : Uulan|p: 141.21.5 141.25 .00 ` +,,,*^++^+�+A�**4+***�«^�a+4^�++�+^+*x��a�^���|+����+�*++*�+^���Ak^a , Acruvnt Code *a(..crintion / Amount 000/345.30 PLAN CHECK _ NOMkEG � . 20^25' 000/32110 MECHANICAL - NON8GS � 113^O0. '� ' ' � • `� ` ` . � `� • " ` �•` '����'�� ����' �• „ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Refrin a copy with permit PERMIT NO.� ✓J .26 (206)431 -3670 ProjecL_ Type of Inspection. Address: � �E� Date called: ..� a.m. Special instructions: /Datewanted2 Requester: Phone: Approved per applicable codes.,Corroctions required prior to approval. COMMENTS: e/-L_ 7e--) Inspector Date: n $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r^'i[t';. b;,l ,.vm.:7,tr. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 e. 1 1,A PERMIT NO. (206)431 -3670 Project: S U,4c Sou rvca 1- /fJ L- of a Type of Inspection, Address: 055 4�l,G es..) iiiir05-/eivre7",e 6}(7-7-t. qtei P L- - Az9 T-o 5/k'7 to called: `? i ?/. Special instructions: ate wanted: m. Requester: Phone 0 (.0~ ?licit.. Approved per applicable codes. orrections required prior to approval. 7 COMMENTS: U,4c Sou rvca 1- oD i.--E,,eit- ‘‘-.1> 44u07-15' A -car 60oieer.,.1t1 (1..Lfe7S M.14q 1,tr y es..) iiiir05-/eivre7",e 6}(7-7-t. qtei P L- - Az9 T-o 5/k'7 nicr score- 54to 46- /Qc —TNA %7C ID OUT FA-AS Cif F Itiongeau $47 ' ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , At. INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98'188 PERMIT NO. (206)431-3670 Projec6„friz co Tmfi IETZ:v 1 , ..A,,frpsr:5_, coed/46 , :2. Date called: Specie %instructions: i''' . • ' 1 Date wanted: 9 Requester: -AO 7/71- phoneL Approved per applicable codes. Corrections requiredbrior to a ()royal. COMMENTS: Inspec t.#14/il D al0.17/12,5 $47..00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: , Date: city of Tukwila Fire beplattment Pioject Name Address '1! l'• i1,111■■• ,• • • ; • ; • ' • John W. Rants, Mayor : I 1.j i; : '. .,,, . ...:Li':..):, ! • _1' • _,. Hi '," . • • ' ___J TtRWILA.FIRE:i1EPARTMENT. 'FINAL ,APPROVAL FORM' I : • : . • . i. .. • . 1 . i Thomas R Keefe, Ftre Chief, ; I I. !. .1. .1 ;‘ SDONV2 V-1N\—k4C C° ., . ' !' ,!!' ; -I • •.'': , , ,. !-.;: • , , , 11 ';!'' 1:, .' . ,.....'-',;L: Retain currentins'eCtion:scnedUi , ; , , :T.;;„ ti..;;!., .; — ! • ., f.;.,„.,....., ; .. .,..!,:,,, 1!;!, . ,..' • i' '..'i It i • :•;'.. N; ee; : ds shift. ;‘I ■ 1 !. ‘• ' -!!1 I , n j. 1 1 p, ! I H e,I Ct',■.!ii !i„o:..•••)nI ,1 1.: 1, .1,4,:••!,' :,I0L:i1 1 1 1 : , t ,, .. :.!Jt',:,i . i:''j , ',.1.i11; 1,i 4 .',.1.-ft0•', ' t!.1:S, "'•')' • 1 '114v '. : ' ; '';';. : :•.•'•.:1 ' '),!.'1;! 11 1: ' , 1:! , , I '11lii,;l,'.. ”1 4H','.:1:0:.,: , • I, .• !• 1 ! , Approved without 16orrection notice Approved with correction notice issued • PROJECT: AC SUBMITTAL DATA FOR: Approval Shane Co. Tukwila, WA PURCHASER: T & T MECHANICAL PO NO: SUBMITTED BY: FAMILIAN NW HVAC DATE: 05/27/99 RECEIVED CrrY OP TUKWILA JUL 1 91999 PERMIT CENTER AcevAc SUNLINE 2000 TM GAS /ELECTRIC ROOFTOP UNIT Date 05/25/99 Page 1 Order No Project Name Shane Co. Architect Engineer Purchaser T & T MECHANICAL Submitted By FAMILIAN NW HVAC Tukwila, WA QUANTITY: 5 UNITS DESIGNATION: Schedule No: RTU- 1,2,3,4,5 Model No: D2CG072N09925EB COOLING PERFORMANCE Total Capacity 63.6 MBH Sensible Capacity 63.3 MBH Efficiency (at ARI) 9.0 EER I Outdoor DB Temp 105.0 F Entering DB Temp • 80.0 F Entering WB Temp 62.0 F Leaving DB Temp 55.5 F Leaving WB Temp 52.7 F Power Input (w /o blower) 7.03 KW Elevation 200 Ft HEATING PERFORMANCE Gas Fired Input @ Sea Level 125 MBH Gas Fired Output @ Sea Level 99 MBH Steady State Efficiency 80.6 % SUPPLY AIR BLOWER PERFORMANCE Total Supply Air 2400 CFM Outside Air 0 CFM External Static Pressure 0.70 IWG Duct Connection Location Bottom Blower Speed 1186 RPM Motor Rating 1.5 HP Power Input (blower only) 1.76 KW ELECTRICAL DATA Power Supply 208 -3-60 Total Unit Ampacity 34.0m Amps Maximum Overcurrent Device Fuse Size 50 Amps HACR Circuit Breaker 50 Amps Minimum Wire Size DIMENSIONS & WEIGHT Height 33 in Width 82 in Depth 45 in Total Weight (incl factory options) 795 Lbs CLEARANCES Front 32 in Back 36 in Bottom' 0 in Tope 72 in Left Side (filter access) 36 in `Right Side (outdoor coil) 24 in . Units may be installed on canbualibte foam made Flom wood or class A, B or C roof covwnp materials. 2. Units must be Installed out doors. Overhanging structures or shrubs should not obstruct condenser air discharge outlet. Locate the unit so that the vent hood outlet Is at (Neat: • 3 feet above any forced air inlet located within 10 horizontal feet (excluding Dame Integral to the unit). - 4 feet below, 4 horizontal feet from, or 1 foot above any door or DISCONNECT IWTTCH LOCATION RUM ACCESS-' canna. Solt ACCES$ ACCESS VENT AIR OUTLET HOOD CONDENSER COMPRESSOR ACCESS COMet1ITION AIR INLET N000 STS 7 OAS HEAT ACCESS S4' PVC MALE • • COND. DRAIN (Ste Dr. Al aorro 1 SUPPLY f RETURN AIR OPENINGS (SEE NOTE) 0 • POWER WIRING ENTRY A • CONTROL WIRING ENTRY 0 CAS SUPPLY INTRY 32.1M QNIT BASE WITH RAILS Shown samara* a Namara. bean due ownInae and Sae alpha ooen.a!"m'�aaona. NOTE: Far ouramounwd un*r. rerer te lha dud henaal dimension of the curb la eta proper size of the supply and Whim W due aonfMaona. RETURN AIR SUPPLY AIR CONDENSER AIR OUTDOOR AIR (Economizer) A 1 in. clearance must be provided between any combustible material and the supply air ductwork for a Distance of 3 feet from the unit. The products of combustion must not be allowed to accumulate within a confined space and recirculate. FILTER BLOWER MOTOR ACC ES FIELDSUPPLIED DISCONNECT SWITCH gravity air inlet to the budding, Subject to change without notice • Check local coder - A IW in.w. olonM.. Loots.- ..-o .-do.- r..n..IM...- •-.1 Load on„In..uw1 MOUNTING DMCKET FOR DIDISCONNECT SWITCH =edn e° I dam IM blower comportment) YIIRINO ENTRY CONTROL SOX (Sae Dotal 'In ACCESS T. CHLOCSA 11,4i11L4=1gaCr::I disiUGs^ Utilities Entry Oats Hole Opening Dia. Use A 7r8" KO Control Side or Bottom B 2" KO Power Side or Bottom C 1.501K0 Gas Piping D 1-1/2" KO Bottom SUNLINE 2000'" GAS /ELECTRIC ROOFTOP UNIT RTU- 1,2,3,4,5 D2CG072N09925EB GENERAL FEATURES - High & Low Pressure / Loss of Charge and Freerstat Protection Switches - Copper Tube /Aluminum Fin Coils - Easy Access to all Electrical Components - Rigging Holes and Forktift Slots in Base Rails for Lifting - Single Point Power Connection - Powder Paint Finish That Meets ASTM -B117, 750 hr. Salt Spray Test Standards - Agency Approvals - UL & CGA on All Units - Factory Warranty - One Year on the Complete Unit - Four Additional Years on the Compressor - Four Additional Years on the Electric Heating Elements - Nine Additional Years on the Gas Fired Heat Exchanger - Ambient Modified - Time/Temperature Defrost Logic on Heat Pumps - Complete Factory Package - Tested, Charged, Wired - Hermetically Sealed Compressor - Direct Drive or Belt Drive Motor Options - Unit Underside insulated - Spark Ignition - Induced Draft with Post Purge Logic on Gas Fired Units - Bottom or Side Duct Configuration Capability - Low Voltage Relay Board With Terminal Strip - PTC Type Crankcase Heater - Liquid Line Filter Drier - Plug -Type Wiring Harness Connectors for Economizers - Permanently Lubricated Motors - 24 Volt Control Circuit with compressor lock out protection - Accu -Sense Changeover Control for Maximun Heating Comfort between Gas & Heat Pump Operation on Dual Fuel Units FIELD INSTALLED ACCESSORIES START ASSIST KIT (Single Phase Units) OUTDOOR THERMOSTAT ANTI - RECYCLE TIMER MOTORIZED OUTDOOR AIR DAMPER (100 %) 0 Deg.LOW AMBIENT CONTROLS ECONOMIZER w/ SINGLE INPUT ENTHALPY ECONOMIZER w/ DUAL INPUT ENTHALPY CONTROL THERMOSTAT ROOF CURB BARO RELIEF / FIXED AIR DAMPER 4 OUTDOOR COIL GUARD BURGLAR BARS PROPANE CONVERSION KIT LOW NOx KIT NATURAL GAS HIGH ALTITUDE KIT PROPANE GAS HIGH ALTITUDE KIT GAS PIPING KIT Date 05/25/99 Page 1 Order No FACTORY INSTALLED OPTIONS 4 ECONOMIZER w/ SINGLE INPUT ENTHALPY CONTROL ECONOMIZER w/ DUAL INPUT ENTHALPY CONTROL .4 BELT DRIVE INDOOR FAN TechniCoat CONDENSER COIL OPTION ISO 9001 CERTIFIED 17.11 REAR VIEW SIDE SUPPLY AND RETURN AIR DUCT OPENINGS 6.112 7- it 4 Indicates a selected option or accessory UNITS WITH ECONOMIZER RAIN HOOD & FIXED OUTDOOR DAMPER HOOD SUPPLY AMR DUCT OPENING •1 274V7 I'►-'WI REM VIM Notes: ecoucum RAM! RR000 Shane Co. Store Tukwilla, Washington Project No. 98294 SUPPLEMENTAL STRUCTURAL CALCULATIONS March 16, 1999 CITY of TUKWILA SOLi 91999 PERMIT CENTER NEUJAHR AND GORMAND INC. CONSULTING STRUCTURAL ENGINEERS 88 STEELE STREET SUITE 200 DENVER, COLORADO 80208 (303) 377 -2732 (303) 377 -4573 FAX o � NEUJAHR AND GORMAN, INC. CONSULTING STRUCTURAL ENGINEERS 88 STEELE STREET, SUITE 200 DENVER, CO 80206 (303) 377-2732 PROJECT INFORMATION AND DESIGN CRITERIA PROJECT NAME TUKWILA SHANE STORE PROJECT NO. 98294 CLIENT SEM ARCHITECTS CONTACT Na r k vr'errfD PRINCIPAL STAN NEUJAHR PROJECT ENGINEER STAN NEUJAHR SOILS REPORT BY C -i'.Ue.11v►i cp I NO. I2.4 .o28. 01. E1-5o/ a 22 3418 DATE 2(231 q 4'6i Ncl.Yi►id/ Stry ice-5 NOTES DESIGN LOADS DESIGN CRITERIA ROOF PSF REMARKS BUILDING CODE 161.A4 V5 G LIVE LOAD a5 BUILDING DEPT. 141 Oil ROOFING CONTACT DATE INSULATION WIND SPEED SO EXPOSURE C.,I STRUCTURE FROST DEPTH — CEILING SEISMIC ZONE (J 13 c,,, 3 MECHANICAL GROUND SNOW (Pg) (Ce) MISC. FOUNDATIONS DEAD LOAD 155 • FOOTINGS MAX. 2,50 0 BEARING Taint -1 r -- MIN. DEAD LOAD DRILLED PIERS N Iar END BEARING SIDE SHEAR MIN. DEAD LOAD FLOOR LEVEL ��- FLOOR LEVEL LIVE LOAD LIVE LOAD PARTITIONS PARTITIONS SLAB /DECK SLAB /DECK FLOORING FLOORING STRUCTURE STRUCTURE CEILING CEILING MECHANICAL MECHANICAL MISC. MISC. DEAD LOAD DEAD LOAD ikhq • .PROJECT. 5 ha06 -- CUI4.1' te. CLIENT 6 e lb'r4tl+e *5 PROJECT NO. 1$2•44 DATE BY 'lIo•gq 416./'‘ PACE 1. ©'rt-.ti i y L.167. 1-6:a-61 C DvJ) Dead Loa d Tc7P IL L OAta 1231' 4" t Z5'• 4 4, (IC, -4 ► Iy'b 'P5 2S 15 psi NEUJAHR AND GORMAND INC CONSULTING STRUCTURAL ENGINEERS croL, r d Y,cus . °I G2.5 P5F) ff-CLZ-1),3 2; "I ')•sP =r= Rd- ,-1 (0 (221) = � ��P5r l2. L1 47 335# 1 Ic.,c1 Pe-Fx3' 53.24 xl2 -C. '335* 456 or I I� 85 /(1s•1'S% ^ 3,151 • g t b :. I3. (22,Sp.P) +'14 `fofaC y�ld % ‘t Chd) - +(3,(S') /2Q( IA /z.o( /S.%) 3r/3 x /4,1 P l03 P5F x IJ # 2 473 k)c = 3.13' x _ /Y- q S :AS •1...s.x+.tvo ovAws., CLIENT cJ A- re.ki +ec . 5 IPROJECT NO. 116214 ID51'.44sty) 120 2 r .fravvs;v,5 1PAGE 2 Chu k mai j 21S+5 dri [ +iV5 firam Grid ti rvs. .�w;INi.K.rnf��N3vr.+.».r*l..rs 63i 2 l4, g L 3I) 25'1 ��� k I?.G = ZD /6312 '�-- 25'64.2'31) IS (41E31) FlrzYn 6r►eJ5 5 -92 (2. # Q eI.4a 441$4 Gg5 i vi3.31 44-w4` 4 ?S 44a 25 3212 - zta-c7 3412- NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS . 4SPLF I 3, 3F.; . PROJECT' Shane fl . ' PROJECT NO. °Ib2q CL1ENT 'SEM AlkcHlTEc1-S DATE BY 5.1 6, • 96'1 S r F -RAH�tJ&- I PACE L cad v,t!ol5t 11 - PP raps 121-Ca 54,5F (Dr 4 f) 3'S. 3 pF NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS 54f3F IZ.6' 4.3 rr x4•g3 1 25p5FXL.L•) 15:4.5F LP•L) LOAD k r tAsy Laaro doo-t- 0 LL = G33, are + 2S psr) CI.''3') DL-: 4S pr 1L LL ' (, 42 Sc pr) (1.63') TL LA AP 1:Yr d &'r O u. = 25 P>F (483' ) -rL= 202 pLF p 3SS F92. pi,e 13 PLf. 2ss f 1,21 p i3fl-r 11A FF PROJECT. CLIENT D e2 the 5 EM Prr a .rfe ,f 5 2E�p r-YZZr4ir PROJECT NO. 61, 214 ( 84.1 &.QB PACE bay , @ Can d 14 k' 4 2-I Spah 3.55• TL Klo 413 1.81 u. 282. 25S' "et: I € a LL 114 �$t sfuu T1.. o52. L L G 2SK ga ©� ��i2 I 4 7L (z1 c.c_ 24 5 l•a& -{-ors e Jots+ GI: dG-w 0 40'( 2sc) I n 2 0 4e2 < (e(4) �•� 2aI t -1 dK m NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS PROJECT. 5 hu P 1? . ' .CLIENT SE r-' A - 414 +cc( 5 r orm 11-4 6- PROJECT NO. gS24 DATE BY 3• i (V.Ci9 StYl PACE 5 ear J1,15t5 AT y CI 4,S' 4,c14--.0). 4 21 x go - 334 - 3// Z- xzr /r5 +P.3 / p3F + _5p 7Pb? ispsF 128'8 NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS S, e x 80 = q y'e g° -340 -rte -yam 2s" 03 +tag PROJECT. .CLIENT 5h4 n-e. - `tv k la. se w% P rzi -f t4 10619F Pra$r^,i 1,75 PROJECT NO. °(821.: DATE BY 5.1ivoiq sires PAGE Peer dt / 5T5 m Lfl Y edoi .T . 2/3 A9S0 gla /5-7a 2000 NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS PROJECT • CLIENT hane T.'/ (.icc. 5 EYn Orr GGi -fedY ,e r Pram i o5 PROJECT NO. 8214C DATE BY 5, lb r 9 slrYI PAGE ,ero, . Gc /57- 1). 6fl cI 1‹,5" 14 �- ZS r C 5S psF c r5 2. 3`1`(p6r 43/Z . flip hae. -1 T38 ( 23/2) 5faa 3ro' ,3(02 z s -� Cis) 1 NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS /1 9 �s 1 Ole vsci K.s" ea,d peaeA)i 2 l'21( 3%) 5.41 oft- PROJECT, shit kG .{1�V, { ' I • I �1. CLIENT 5 E7Yh t9y-Gti-ievf5 IPROJECT NO. IDiet / • 4; $edN-1 I PAGE Jon.- o l e- ncsit, 5 e.2 sfriasket 1. yi e? -1- G r S" 34//z) 2. 2 • P, S yop5F, ( `IA- •` 9, it '4 jaa.1 go p6P-x tp 3/g NEUJAHR AND GORMAN, INC CONSULTING STRUCTURAL ENGINEERS 14k '.1 •.14k 14k 1.73 k .38 k 8.49 k 23 k 3k 14.79 k 31 k 0.61 k A .34 )c3.80 k —► 0.38 k.-- —. 6.66 k 6.66 k C,R.: (39.96,37.96) 45.500 k k' _.4... 0.77 k I.Ok C.M. : (60.00,42,50) 0.51 k 2.62 k-111— 0.51 k 12.69 k — 6.2a k 0.31 k 0.65 k 40.74k 440,19 k 31 k 0.64 lc 0.74 lc I 18.27 k k —1114t0 k Neujahr & Gorman, Inc. 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Title : Shane ( tore - Tukwilla, Washing Job i 98294 Dsgnr: Stan Jahr Date: 1:41 PM, 22 MAR 99 Description : Lateral Design Scope : Rigid Diaphragm Torsional Analysis Page 1 Description Wind Forces General Information Y -Y Axis Shear 63.90 k Min. X Axis Ecc X -X Axis Shear 45.50 k Min. Y Axis Ecc ...Shears are applied on each axis separately 5.00 % 5.00 % X Axis Center of Mass 60.00 ft Y Axis Center of Mass 42.50ft Max X Dimension 120.00ft Max Y Dimension 85.00ft Wall Data Label Thickness in Length ft Height ft Wall Xcg ft Wall Ycg Wall Angle ft deg CCW Fixity Wall End 1 8.000 4.000 16.340 4.670 84.660 0.0 Fix -Pin 1.0 2 8.000 2.670 16.340 7.000 83.660 90.0 Fix -Pin 1.0 3 8.000 26.000 16.340 20.340 82.660• 0.0 Fix -Pin 1.0 4 8.000 2.670 16.340 33.680 83.660 90.0 Fix -Pin 1.0 5 8.000 4.000 16,340 36.000 84.660 0.0 Fix -Pin 1.0 6 8.000 2.670 16.340 38.320 83.660 90.0 Fix -Pin 1.0 7 8.000 26.000 16.340 51.670 82.660 0.0 Fix -Pin 1.0 8 8.000 2.670 16.340 65.000 83.660 90.0 Fix -Pin 1.0 9 8.000 4.000 16.340 67.340 84.660 0.0 Fix -Pin 1.0 10 8.000 10.670 16.340 69.670 79.660 90.0 Fix -Pin 1.0 11 8.000 11.340 16.340 75.680 74.660 0.0 Fix -Pin 1.0 12 8.000 7.340 16.340 98.400 82.400 45.0 Fix -Pin 1.0 13 8.000 6.670 16.340 103.120 82.900 135.0 Fix -Pin 1.0 14 8.000 6.670 16,340 116.980 69.000 135.0 Fix -Pin 1.0 15 8,000 7.340 16.340 116.740 64.000 45.0 Fix -Pin 1.0 16 8.000 20.340 15.340 109.000 47.000 90.0 Fix -Pin 1.0 17 8.000 10.670 15.340 114.000 36.340 0.0 Fix -Pin 1.0 18 8.000 4.000 15.340 119,000 34.000 90.0 Fix -Pin 1.0 19 8.000 2.670 15.340 118.000 31.670 0.0 Fix -Pin 1.0 20 8.000 2.670 14.670 91.670 5.340 90.0 Fix -Pin 1.0 21 8.000 4.000 14.670 89.340 4.340 0.0 Fix -Pin 1.0 22 8.000 2.670 14.670 87.000 5.340 90.0 Fix -Pin 1.0 23 8.000 22.000 14.670 75.670 6.340 0.0 Fix -Pin 1.0 24 8.000 2.670 14.670 64.340 5.340 90.0 Fix -Pin 1.0 25 8.000 4.000 14.670 62.000 4.340 0.0 Fix -Pin 1.0 26 8.000 2.670 14.670 59.640 5.340 90.0 Fix -Pin 1.0 27 8.000 35.340 14.670 41.670 6.340 0.0 Fix -Pin 1.0 28 8.000 6.670 14.670 23.670 3.340 90.0 Fix -Pin 1.0 29 8.000 4.000 14.670 21.340 0.340 0.0 Fix -Pin 1.0 30 8.000 2.670 14.670 19.000 1.340 90.0 Fix -Pin 1.0 31 8.000 13.340 14.670 12.000 2.340 0.0 Fix -Pin 1.0 32 8.000 2.670 14.670 5.000 1.340 90.0 Fix -Pin 1.0 33 8.000 4.000 14.670 2.670 0.340 0,0 Fix -Pin 1.0 34 8.000 4.670 14.670 0.340 2.340 90.0 Fix -Pin 1.0 35 8.000 2.670 14.670 1.340 5.000 0.0 Fix -Pin 1.0 36 8.000 13.340 14.670 2.340 12,000 90.0 Fix -Pin 1.0 37 8.000 2.670 14.670 1,340 19.000 0.0 Fix -Pin 1.0 38 8.000 4.000 14.670 0.340 21.340 90.0 Fix -Pin 1.0 39 8.000 4.670 14.670 2.340 23.660 0.0 Fix -Pin 1.0 40 8.000 28.340 15.340 4.340 38.167 90.0 Fix -Pin 1.0 41 8.000 2.670 15.340 3.340 52.670 0.0 Fix -Pin 1.0 42 8.000 4.000 16.340 2.340 55.000 90.0 Fix -Pin 1.0 43 8.000 2.670 16.340 3.340 57.340 0.0 Fix -Pin 1.0 44 8,000 22.000 16.340 4.340 68.670 90.0 Fix -Pin 1.0 45 8.000 2.670 16.340 3.340 80.000 0.0 Fix -Pin 1.0 46 8.000 4.000 16.340 2.340 82.340 90,0 Fix -Pin 1.0 47 • 8.000 2.670 14.670 118.000 9.000 0.0 Fix -Pin 1.0 Neujahr & Gorman, Inc. 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Title : Shane Cd ore - Tukwilla, Washing Job X 96294 Dsgnr: Stan Nh.,dnr Date: 1:41 PM, 22 MAR 99 Description : Lateral Design Scope : L Rigid Diaphragm Torsional Analysis Page 2 Description Wind Forces 48 49 50 8.000 8.000 8.000 4.000 4.670 2.670 14.670 14.670 14.670 119.000 116.670 114.340 6.670 4.340 5.340 90.0 0.0 90.0 Fix -Pin Fix -Pin Fix -Pin 1.0 1.0 1.0 Calculated Wall Forces Forces Due to Y -Y Shear Govern Ecc. Direct Shear Total Shear Label for Max Torsion To Wall ft k k 1 14.032 0.4 0.4 2 14.032 0.0 0.0 3 14.032 2.5 • 2.5 4 14.032 0.0 0.0 5 14.032 0.4 0.4 6 14.032 0.0 0.0 7 14.032 2.5 2.5 8 14.032 0.0 0.0 9 14.032 0.4 0.4 10 14.032 1.6 1.6 11 14.032 1.1 1.1 12 14.032 0.7 0.7 13 26.032 0.6 0.6 14 26,032 0.6 0.6 15 14,032 0.7 0.7 16 14.032 8.2 8.2 17 14.032 1.2 1.2 18 14.032 0,1 0.1 19 14.032 0.3 0.3 20 14.032 0.0 0.0 21 14.032 0.5 0.5 22 14.032 0.0 0.0 23 14.032 2.8 2.8 24 14.032 0.0 0.0 25 14.032 0.5 0.5 26 14,032 0.0 0.0 27 14.032 4.5 4.5 28 14.032 0.6 0.6 29 14.032 0.5 0.5 30 14.032 0.0 0.0 31 14.032 1.7 1.7 32 14.032 0.0 0.0 33 14.032 0.5 0.5 34 14.032 0.2 0.2 35 14.032 0.3 0.3 36 14.032 3.7 3.7 37 14.032 0.3 0.3 38 14.032 0,1 0.1 39 14.032 0.6 0.6 40 14.032 14.7 14.7 41 14.032 0.3 0.3 42 14.032 0.1 0.1 • 43 14.032 0.3 0.3 44 14.032 8.4 8.4 45 , 14.032 0.3 0.3 46 14.032 0.1 0.1 47 14.032 0.3 0.3 48 14.032 0.1 0.1 Forces Due to X -X Shear Govern Ecc. Direct Shear Total Shear for Max Torsion To Wall Final Max. Wall Shear ft k k k 8.789 -0.1 -0.1 0.4 8.789 -0.1 -0.1 0.1 8.789 -6.2 -6.2 6.7 8.789 -0.1 -0.1 0.1 8.789 -0.1 -0.1 0.4 8.789 -0.1 -0.1 0.1 8.789 -6.2 -6.2 6.7 8.789 -0.1 -0.1 0.1 8.789 -0.1 -0.1 0.4 8.789 -0.6 -0.6 1.7 8.789 -1.0 -1.0 1.5 8.789 -0.4 -0.4 0,7 8.789 -0.3 -0.3 0.7 8.789 -0.3 -0.3 0,6 8.789 -0.4 -0.4 0.7 8.789 -1.3 -1.3 8.3 8.789 -1.0 -1.0 1.6 8.789 -0.2 -0.2 0.3 8.789 -0,0 -0.0 0.3 8.789 -0.2 -0.2 0.2 8.789 -0,1 -0.1 0.5 8.789 -0.2 -0,2 0.2 8.789 -5.6 -5.6 6.2 8.789 -0.2 -0.2 0.2 8.789 -0.1 -0.1 0.5 8.789 -0.2 -0.2 0.2 8.789 -11.9 -11.9 12.7 8.789 -0,5 -0.5 0.8 8.789 -0.1 -0.1 0,5 8.789 -0.2 -0.2 0.2 8.789 -2.0 -2.0 2,6 8.789 -0.2 -0.2 0.2 8.789 -0.1 -0.1 0.5 8.789 -0.3 -0.3 0.4 8.789 -0.0 -0.0 0.3 8.789 -0.9 -0.9 3.8 8.789 -0.0 -0.0 0.3 8.789 -0.3 -0.3 0.3 8.789 -0.1 -0.1 0.6 8,789 -1.7 -1.7 14.8 8.789 -0.0 -0.0 0.3 8.789 -0.2 -0.2 0.2 8.789 -0.0 -0.0 0.3 8.789 -1.1 -1.1 8.5 8.789 -0.0 -0.0 0.3 8.789 -0.2 -0.2 0.2 8.789 -0.0 -0.0 0.3 8.789 -0.3 -0.3 0.3 L Neujahr & Gorman, Inc. C,. 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 3774573 Title : Shane C ore - Tukwilla, Washing Job $ 98294 Dsgnr: Stan N jdhr Date: 1:41 PM, 22 MAR 99 Description : Lateral Design Scope: Rigid Diaphragm Torsional Analysis Page 3 Description Wind Forces 49 50 14.032 14.032 0.6 0.0 0.6 0.0 8.789 8.789 -0.1 -0.2 -0.1 -0.2 0.6 0.2 X Distance to Center of Rigidity Y Distance to Center of Rigidity X Accidental Eccentricity Y Accidental Eccentricity 39.968 ft 37.961 ft 6.000 ft 4.250 ft Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm + .05 "Max -X - X-cr = 26.032 ft Torsion = 1,663.44 k -ft Xcm - .05 "Max -X - X-cr = 14.032 ft Torsion = 896.64 k -ft Controlling Eccentricities & Forces from Applied X -X Shear Ycm + .05 "Max -Y - Y-cr = 8.789ft Torsion = 399.90 k -ft Ycm - .05 "Max -Y - Y-cr = 0.289 ft Torsion = 13.15 k -ft Neujahr & Gorman, Inc. ( 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377-4573 Title : Shane cq ~ 'ire - Tukwilla, Washing Job # 98294 Dsgnr: Stan Ne ■ir Date: 1:59PM, 22 MAR 99 Description : Masonry Wall Design Scope: Masonry Wall Design Page 1 Description Wall Along Gridline '1.5' General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar 16.34 ft 0.00 ft 8.0 in 6 48 in 3.810 in @ Center Seismic Factor Calc of Em = fm Duration Factor Wall Wt Mult. 0.2250 750.00 1.330 1.000 F'm 1,500.0 psi Fs 24,000.0 psi Special Inspection Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.600 in Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load 315.000 #/ft 525.000 #/ft 0.000 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load 26.200 psf Design Values E 1,125,000 psi n : Es / Em 25.778 Wail Weight 55.000 psf Rebar Area 0.110 in2 Max Allow Axial Stress = 0.25 fm (1- h /140r) * Spinsp = Allow Masonry Bending Stress = 0.33 fm Spinsp = Allow Steel Bending Stress = 260.56 psi 495.00 psi 24,000.00 psi np k 0.06202 J 0.90147 0.29559 2 / k) 7.50561 Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top DL + LL DL + LL + Wind DL + LL + Seismic Summary Moment in -k 0.0 0.0 0.0 of Wail 0.0 10, 492.9 4,956.1 Axial Bending Stresses Load Steel Masonry lbs psi psi 840.0 0.0 0,0 315.0 0.0 0.0 315.0 0,0 0.0 1,289.4 0.0 0.0 764.4 27,773.3 452.1 764.4 13,118.1 213.5 Axial Compression psi 15.22 5.71 5.71 23.36 13.85 13.85 Maximum: fb /Fb + fa/Fa -or- fslFs 0.0584 0.0219 0.0219 0.0896 1.1572 0.5466 Wall Design OK 16.34ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #6 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Wind Between Top & Bottom Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio 452.12 psi 27,773.33 psi 13.85 psi 1.1572 < 1.3300 (allowable) Page 2 II Neujahr & Gorman, Inc. ( 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Title : Shane ire - Tukwilla, Washing Job 1 99294 Dsgnr: Stan N am Date: 1:59PM, 22 MAR 99 Description : Masonry Wall Design Scope : Masonry Wall Design Description Wall Along Gridline'1.5' Final Load & Moments Wall Weight moment © Mid Ht Dead Load Moment © Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 449.35 Ibs 0.00 ft-# 0.00 ft-# 0.00 ft-# 0.00 ft4 Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment Wind Moment @ Mid Ht Seismic Moment © Mid Ht Total Dead Load Total Live Load 9,067.34 ft-# 14,382.81 Ibs 10,492.92 ft-# 4,956.11 ft-# 315.00 Ibs 525.00 Ibs , Neujahr & Gorman, Inc. ( 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Title : Shane ',ore - Tukwilla, Washing Job X 98294 Dsgnr: Stan N jahr Date: 2:05PM, 22 MAR 99 Description : Masonry Wail Design Scope : Masonry Wall Design Description Wall Along Gridline'B.5' General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar 15.67 ft 7.67 ft 8.0 in 6 48 in 3.810 in Seismic Factor Calc of Em = fm Duration Factor Wall Wt Mult. @ Center 0.2250 750.00 1.330 1.000 F'm 1,500.0 psi Fs 24,000.0 psi Special Inspection Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.600 in Loads Uniform Load Dead Load Live Load . Load Eccentricity Roof Load 38.000 #/ft 63.000 #/ft 5.600 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load 26.200 psf Design Values E 1,125,000 psi n: Es / Em 25.778 Wall Weight 55,000 psf Rebar Area 0.110 in2 Max Allow Axial Stress = 0.25 fm (1- h /140r) • Spinsp = Allow Masonry Bending Stress = 0.33 fm • Spinsp = Allow Steel Bending Stress = 269.75 psi 495.00 psi 24,000.00 psi np k 0.06202 j 0.90147 0.29559 2 / kj 7.50561 Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Moment in -k 565.6 9,460.7 4,580.8 Between Base & Top of Wall DL + LL 282.8 DL + LL + Wind 5,660.9 DL + LL + Seismic 2,717.1 Summary Axial Load Ibs 101.0 38.0 38.0 953.8 890.8 890.8 Bending Stresses Steel Masonry psi psi 1,497.1 24.4 25,041.2 407.6 12,124.9 197.4 748.5 14, 983.6 7,191.9 12.2 243.9 117.1 Axial Compression psi 1.83 0.69 0.69 17.28 16.14 16.14 Maximum: fb /Fb + fa/Fa -or- fs/Fs 0.0624 1.0434 0.5052 0.0887 0.6243 0.2997 Wall Design OK 15.67ft high wall with 7.67ft parapet, Normal Block w/ 8.00in wall w/ #6 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Wind Top of Wall Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio 407.64 psi 25,041.17 psi 0.69 psi 1.0434 < 1.3300 (allowable) Page 21 . Neujahr & Gorman, Inc. • 88 Steele Street • Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Title : Shane Cr - Tukwiila, Washing Job f 96294 Dsgnr. Stan Nebjahr Date: 2:05PM, 22 MAR 99 Descrptton : Masonry Wall Design Scope : Masonry Wall Design Description Wall Along Gridline'B.5' 'Final Load & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 852.78 Ibs 212.80 ft-# 106.40 ft-# 352.80 ft-# 176.40 ft-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Wind Moment @ Mid Ht Seismic Moment © Mid Ht Total Dead Load Total Live Load • 9,067.34 ft-# 14,890.24 Ibs 5,580.02 ft-# 2,635,60 ft-# 38.00 Ibs 63.00 Ibs 1 , Neujahr & Gorman, Inc. ( 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Title : Shane :ore - Tukwilla, Washing Job X 96294 Dsgnr: Stan N Lahr Date: 2:12PM, 22 MAR 99 Description : Masonry Wall Design Scope : L Masonry Wall Design Page 1 Description Wall Along Gridline '8' from 'C.8' to 'F.7' General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar 14.67 ft 9.67 ft 8.0 in 6 32 in 3.810 In @ Center Seismic Factor Calc of Em = f m Duration Factor Wall Wt Mult. 0.2250 750.00 1.330 1.000 F'm 1,500.0 psi Fs 24,000.0 psi Special Inspection Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.900 in Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load 255.000 #/ft 425.000 #/ft 1.800 in Concentric Axial Load Dead Load Live Load Roof Load 0.000 #lft 0,000 #/ft Wind Load 26.200 psf Design Values E 1,125,000 psi n: Es / Em 25.778 Wall Weight 58.000 psf Rebar Area 0.165 1n2 Max Allow Axial Stress = 0.25 fm (1- h /140r) * Spinsp = Allow Masonry Bending Stress = 0.33 fm Spinsp = Allow Steel Bending Stress = 279.13 psi 495.00 psi 24,000.00 psi np 0.09303 j 0.88392 k 0.34823 2 / kj 6.49747 ^ Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Moment in -k '1,224.0 15,158.6 7,780,7 Between Base & Top of Wall DL + LL 612.0 DL + LL + Wind 2,835.7 DL + LL + Seismic 1,479.9 Summary Axial Load Ibs 680.0 255.0 255.0 1,666.3 1,241.3 1,241.3 Bending Stresses Steel Masonry psi psi 2,202.7 45.7 27,279.5 565.4 14,002.3 290.2 1,101.4 22.8 5,103.2 105.8 2,663.3 55.2 Axial Compression psi 11.56 4.34 4.34 28.34 21.11 21,11 Maximum: fblFb + fa/Fa -or- fslFs 0.1337 1.1578 0.6018 0.1476 0.2893 0.1871 Wall Design OK 14.67ft high wall with 9.67ft parapet, Normal Block w/ 8.00in wall w/ #6 bars at 32.0oino.c. at center Governing Load Combination is.... Dead + Live + Wind Top of Wall Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio 565.42 psi 27,279.49 psi 4.34 psi 1.1578 < 1.3300 (allowable) Neujahr & Gorman, Inc. 88 Steele Street Denver, Colorado 80206 -5719 Phone: (303) 377 -2732 Fax: (303) 377 -4573 Titles Shane tore - Tukwllla, Washing Job 1 99294 Dsgnr. Stan hr Date: 2 :12PM, 22 MAR 99 Description : Masonry Wall Design Scope : L Masonry Wall Design Page 2 Description Wall Along Gridline'8' from 'C.8' to 'F.7' Final Load & Moments i Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht 988.29 Ibs 459.00 ft-# 229.50 ft-# 765.00 ft-# 382.50 ft-# Maximum AIIow Moment for Applied Axial Load = Maximum AIIow Axial Load for Applied Moment = Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 13,270.66 ft-/ 16,412.88 Ibs 2,704.66 ft-# 1,347.17 ft-# 255.00 Ibs 425.00 Ibs IPC•Cs• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M99 -0136 DATE: 7 -19 -99 PROJECT NAME: THE. SHANE COMPANY X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Burn Division Public Works Fire Prevention LS4 Aux Zf - 1 n Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -20 -99 Complete Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route I'1 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 8 -17-99 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE,DOC 5/99 { City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief July 21, 1999 Fire Department Review Control #M99 -0136 (512) Re: The Shane Company - 17950 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2) ) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) All new fire alarm systems or modifications to Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57.5-4439 Page number 2 existing systems The Tukwila Fire commence until a obtained. (City John W. Rants, Mayor Thomas P. Keefe, Fire Chief shall have the written approval of Prevention Bureau. No work shall fire department permit has been Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous . condition and /or violation of the adopted Fire or Building Codes does not imply approval of . such condition or violation. Yours truly, K GL The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 • • • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. $ EXP. DATE EFFECTIVE DATE0�4 08/30/1996 MALONEY & BELL NW GEN CONT INC 16310-NE 80TH.ST.STE 201 REDMOND WA:-.:08052- Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES T® / / // / / 1 o0 L_yt; t 14v 1 s tAutT r wo NTU -5 Q I2 15D Vr c3 I'& EFFiu 1" 0' OD 10 300 wD AWI 114, co " /CV cpc) ® c)cD, g 0 10 =N P0t414.1 N ERiuE L r 1 � I f� I to3 ;0 x 0 10 El CaNnA 5400A Mom (01 Lai ay 101 CITY Of TUKWILA APPROVED AUG 1 8 199 AS NOI i D 0 --o not a_ code copy of By Date FILE COPY SHANE Co -- TuKwi LA KA": l /11� a 11.4e_ DATE IA •1o_4! APPROVED SE SEPARATE PERMIT REQUIRED F0:1: ❑ MECHANICAL UN ELECTRICAL ❑ P .UMBING ff PIPING CITY OF TUKWILA � �iUl�.p��IViS10N DRAWN 11Y RE (>K TLKNn1 e --r.,-r- MCtUAAlie. A f 1 1 4nd omission., MM Wdatic. 111111001pt of JUL 1 91999